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Energy-Based Design Theory for Self-Centering Structures

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Energy-Based Seismic Engineering (IWEBSE 2021)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 155))

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Abstract

Although conventional structures can be designed to avoid collapse under seismic actions, unrecoverable nonlinear deformations would still occur to dissipate earthquake energy. It enlarges structural damages and residual deformations, which leads to repair costs increased and downtime prolonged. Self-centering structures are introduced for the resilience demand in seismic engineering. Inelastic behaviors can be limited within specific areas, which would prevent key components from unrecoverable damages. This paper presents an energy-based design theory (EBDT) for self-centering structures. A damage model considering both residual deformation and hysteretic energy EH is proposed. Based on the design energy spectrum and the damage model, EH is introduced as a design parameter and accounted in the design procedure. EBDT enables designers to select multiple performance objectives for different seismic hazards. The design procedure is elaborated with an example. The results show that EBDT can provide a reliable design procedure for self-centering structures.

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References

  1. Priestley, M.J.N., Tao, J.: Seismic response of precast prestressed concrete frames with partially debonded tendons. PCI J. 38(1), 58–69 (1993)

    Article  Google Scholar 

  2. Cheok, G., Stone, W.: Performance of 1/3-Scale Model Precast Concrete Beam–Column Connections Subjected to Cyclic Inelastic Loads—Report no. 4. NISTIR 5436. National Institute of Standards and Technology, NIST, Gaithersburg (1994)

    Google Scholar 

  3. El-Sheikh, M., Sause, R., Pessiki, S., Lu, L.W.: Seismic behavior and design of unbonded post-tensioned precast concrete frames. PCI J. 44(3), 54–71 (1999)

    Article  Google Scholar 

  4. El-Sheikh, M., Pessiki, S., Sause, R., Lu, L.W.: Moment rotation behavior of unbonded post-tensioned precast concrete beam–column connections. ACI Struct. J. 1, 122–132 (2000)

    Google Scholar 

  5. Korkmaz, H.H., Tankut, T.: Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading. Eng. Struct. 27(9), 1392–1407 (2005)

    Article  Google Scholar 

  6. Priestley, M.J.N.: Direct displacement-based design of precast/prestressed concrete buildings. PCI J. 47(6), 66–78 (2002)

    Article  Google Scholar 

  7. Zhou, Y., Song, G., Huang, W.: Performance-based damage evaluation of hybrid joints. B Earthq. Eng. (2020). https://doi.org/10.1007/s10518-020-00838-8

    Article  Google Scholar 

  8. Housner, G.W.: Limit design of structures to resist earthquakes. In: Proceedings of the First World Conference on Earthquake Engineering (1959)

    Google Scholar 

  9. Uang, C.M., Bertero, V.V.: Evaluation of seismic energy in structures. Earthq. Eng. Struct. Dyn. 19(2), 77–90 (1990)

    Article  Google Scholar 

  10. Akiyama, H.: Earthquake Resistant Limit State Design for Building. University of Tokyo Press, Tokyo (1985)

    Google Scholar 

  11. Fajfar, P., Gaspersic, P.: The N2 method for the seismic damage analyses of RC buildings. Earthq. Eng. Struct. Dyn. 25(1), 31–46 (1996)

    Article  Google Scholar 

  12. Akbas, B., Shen, J., Hao, H.: Energy approach in performance-based seismic design of steel moment resisting frames for basic safety objective. Struct. Des. Tall. Spec. Build. 10(3), 193–217 (2001)

    Article  Google Scholar 

  13. Chou, C.C., Uang, C.M.: A procedure for evaluating seismic energy demand of framed structures. Earthq. Eng. Struct. Dyn. 32(2), 229–244 (2003)

    Article  Google Scholar 

  14. Yang, T.Y., Tung, D., Li, Y.J.: Equivalent energy-based design procedure for earthquake resilient fused structures. Earthq. Spectra 34(2), 1–21 (2018)

    Google Scholar 

  15. Yang, T.Y., Atkinson, J., Tobber, L., Tung, D.P., Neville, B.: Seismic design of outrigger systems using equivalent energy design procedure. Struct. Des. Tall. Spec. Build. 29(10), e1743 (2020)

    Article  Google Scholar 

  16. Park, Y.J., Ang, H.S.: Mechanistic seismic damage model for reinforced concrete. J. Struct. Eng. 111(4), 722–739 (1985)

    Article  Google Scholar 

  17. Zhou, Y., Song, G., Huang, S.M., Wu, H.: Input energy spectra for self-centering SDOF systems. Soil Dyn. Earthq. Eng. 121, 293–305 (2019)

    Article  Google Scholar 

  18. Zhou, Y., Song, G., Tan, P.: Hysteretic energy demand for self-centering SDOF systems. Soil Dyn. Earthq. Eng. 125, 105703 (2019)

    Google Scholar 

  19. Zhou, Y., Song, G.: Design energy spectra for self-centering SDOF systems. Earthq. Eng. Eng. Dyn. 40(2), 1–2 (2020). (in Chinese)

    Google Scholar 

  20. Code for Seismic Design of Buildings [GB 50011-2010 (2016 Edition)]. Ministry of Housing and Urban-rural Construction of the People’s Republic of China (2016)

    Google Scholar 

  21. Bojorquez, E., Ruiz, S.E., Teran, A.: Reliability-based evaluation of steel structures using energy concepts. Eng. Struct. 30(6), 1745–1759 (2008). https://doi.org/10.1016/j.engstruct.2007.11.014

    Article  Google Scholar 

  22. Lopez-Barraza, A., Ruiz, E., Reyes-Salazar, A., Bojorquez, E.: Demands and distribution of hysteretic energy in moment resistant self-centering steel frames. Steel Compos. Struct. 20(5), 1155–1171 (2016)

    Google Scholar 

  23. Du, B., He, Z., Huang, G.H.: An estimate on distribution of hysteretic energy demand in seismic precast concrete frame structures. J. Earthq. Eng. https://doi.org/10.1080/13632469.2019.1605950

  24. Tu, B.B., Zhao, D.: Distribution of accumulated irrecoverable hysteretic energy in MDOF structures. Multidiscip. Model. Mater. Struct. 14(2), 202–215 (2018). https://doi.org/10.1108/MMMS-05-2017-0028

    Article  Google Scholar 

  25. Pampanin, S., Marriott, D., Palermo, A.: PRESSS Design Handbook. New Zealand Concrete Society Industry, Auckland (2010)

    Google Scholar 

  26. ACI Innovation Task Group 1. Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members: ACI T1.2-03. American Concrete Institute, Farmington Hill (2003)

    Google Scholar 

  27. Song, G., Yang, T.Y., Zhou, Y.: Distribution of hysteretic energy demands in self-centering concrete frames with hybrid joints. Soil Dyn. Earthq. Eng. (under review)

    Google Scholar 

  28. NZS3101: Appendix B: Special Provisions for the Seismic Design of Ductile Jointed Precast Concrete Structural Systems. Standards New Zealand, Wellington (2006)

    Google Scholar 

  29. PEER: Open System of Earthquake Engineering Simulation (OpenSees). University of California, Berkeley, CA. Pacific Earthquake Engineering Research Center (2000)

    Google Scholar 

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Acknowledgements

The authors are grateful for the financial support received from the National Natural Science Foundation of China (Grant No. 52025083, Grant No. 51778486), Shanghai Committee of Science and Technology (Grant No. 19DZ1201200) and China Scholarship Council during a visiting study in University of British Columbia (No.201906260206).

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Authors and Affiliations

  1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China

    Ge Song & Ying Zhou

  2. International Joint Research Laboratory of Earthquake Engineering, Tongji University, Shanghai, 200092, China

    T. Y. Yang

  3. Department of Civil Engineering, University of British Columbia, Vancouver, V6T1Z4, Canada

    T. Y. Yang

Authors
  1. Ge Song
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  2. Ying Zhou
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  3. T. Y. Yang
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Corresponding author

Correspondence to Ying Zhou .

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Editors and Affiliations

  1. Escuela Técnica Superior de Ingenieros Industriales, Technical University of Madrid, Madrid, Spain

    Amadeo Benavent-Climent

  2. Dipartimento di Ingegneria Strutturale e Geotecnica (DISG), Sapienza University of Rome, Rome, Italy

    Fabrizio Mollaioli

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Song, G., Zhou, Y., Yang, T.Y. (2021). Energy-Based Design Theory for Self-Centering Structures. In: Benavent-Climent, A., Mollaioli, F. (eds) Energy-Based Seismic Engineering. IWEBSE 2021. Lecture Notes in Civil Engineering, vol 155. Springer, Cham. https://doi.org/10.1007/978-3-030-73932-4_20

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  • DOI: https://doi.org/10.1007/978-3-030-73932-4_20

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-73931-7

  • Online ISBN: 978-3-030-73932-4

  • eBook Packages: EngineeringEngineering (R0)

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